Test 2020-10-13-24-1 (AASHTO T209-12) Summary

Project Information
Project IdentifiersProject ID: 214885
DEA: 080K1234
EFIS: 0815000242
DIST-CO-RTE-PM08-SBD-15-64.6/75.3
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RHMA-G.
Location DescriptionSAN BERNARDINO COUNTY FROM 1.2 MILES SOUTH OF SIDEWINDER ROAD OVERCROSSING TO MOJAVE RIVER BRIDGE
Sample Information
Sample Taken Date10/13/2020 Sample Unique Key24
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing10/8/2020
Sample typeAcceptance A brief description of the sampleRte 15 sta 03+90, sta 15+00, sta 29+00
The quantity of what the sample constitutes2 box, 3 cores From where was the sample collectedJob Site
First name of sampler or witnessed byGeorge Last name of sampler or witnessed byThunstrom
Title of samplerTE Laboratory sample identification40-A, 40-B, 40-C
The fabricator/manufacturer/facility nameOHL, Sully Miller Transportation Laboratory (TL) NumberBlue Diamond
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure nameI 15 N Sidewinder Rd
Material Information
Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Design ID
Test Details
DIME Sample ID: 2020-10-13-24
DIME Test ID: 2020-10-13-24-1
Testing Lab: CT D08 - Hesperia Field Testing Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2020-11-10
Test Results

Number of tests: 3
Mass Determination: Air
Input Type: Calculated
Tester's full name: David Chen
Date of test: 10/22/2020
Specific Gravity for Sample 1:95.6
Specific Gravity for Sample 2:95.1
Specific Gravity for Sample 3:96
Average Specific Gravity:95.6
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/10/2020